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Journal : Jurnal Sipil Terapan

Analisis Angkutan Umum Bus Pemadu Moda Di Kota Jayapura (Studi Kasus : Trayek Jayapura – Bandara Sentani) Semuel Rorrong D.
Jurnal Sipil Terapan Vol. 1 No. 1 (2023): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v1i1.105

Abstract

The increase in Sentani Airport passengers is currently getting higher, in March 2022 Sentani Airport passengers increased by 25% compared to the same period in 2021. This increase in passengers has resulted in increased vehicle movement, especially four-wheeled vehicles. Currently, passengers at Sentani Airport tend to use private vehicles to go to the airport, thereby placing a burden on traffic. Therefore, public bus transportation is needed to support passenger travel to the airport. This study aims to determine the characteristics of passengers at Sentani Airport and the percentage of passengers who are willing to switch to using public bus transportation to support travel to/from the airport, and also to calculate the number of buses needed to serve the Jayapura route at Sentani Airport. The research location is located at Sentani Airport, Sentani District, Jayapura. The method used in this research is to conduct field surveys, namely distributing questionnaires to respondents and direct interviews with related parties. From the results of this study, the characteristics of Sentani airport passengers are dominantly traveling with tourism purposes. Passengers come from the upper middle class and are very concerned about the ease of use of the mode. The percentage of passengers who are willing to switch to using public bus transportation based on the criteria offered is 65%. The number of buses needed to serve the Jayapura route at Senatani Airport is 9 vehicles.
Analisis U-Turn (Putaran Balik) Terhadap Kelancaran Arus Lalu Lintas : Studi Kasus Jalan Trikora Manokwari Jimmy Harrison Nababan; Semuel Rorrong; David David
Jurnal Sipil Terapan Vol. 3 No. 1 (2025): Mei: Jurnal Sipil Terapan
Publisher : Fakultas Teknik Universitas Cenderawasih

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.58169/jusit.v2i2.377

Abstract

U-Turn Facilities serve to accommodate vehicles changing the direction of travel. Trikora road Manokwari has a U-Turn that causes traffic flow conflicts. The problem occurs because the vehicle cannot make a U-Turn movement properly, so it takes more time when making a U-Turn movement. The purpose of study was to analyze traffic flow conflicts, road geometrics, and level of service. Data collection method by direct observation for 7 days at 07.00 AM to 08.00 AM, 08.00 AM to 09.00 AM, 11.00 AM to 12.00 PM, 12.00 PM to 13.00 PM, 16.00 PM to 17.00 PM and 17.00 PM to 18.00 PM at the research location. Data analysis using MKJI 1997. The results of data analysis obtained a maximum traffic volume of 1308 pcu/hour. Side obstacle class Medium with a weighted frequency 390 with industrial area conditions, several shops on the side of the road. Road capacity of 5562 pcu/hour. Maximum vehicle of 24,70 meters. Disturbed traffic flow speed of 27,32 kilometers/hour. Road shoulder width of 1,5 meters. Level of service value of 0,44 (A). Keywords: U-Turn, Road Geometrics, Traffic Flow, Capacity